Embodiments described herein relate to tractors for delivering tools through open-hole hydrocarbon wells. In particular, embodiments of tractors are described which employ techniques and features directed at the force exhibited between expansion mechanisms of the tractor and the uncased wall of the well.
Downhole tractors are often employed to drive a downhole tool through a horizontal or highly deviated well at an oilfield. In this manner, the tool may be positioned at a well location of interest in spite of the non-vertical nature of such wells. Different configurations of downhole tractors may be employed for use in such a well. For example, a reciprocating or “passive” tractor may be utilized which employs separate adjacent sondes with actuatable anchors for interchangeably engaging the well wall. That is, the sondes may be alternatingly immobilized with the anchors against a borehole casing at the well wall and advanced in an inchworm-like fashion through the well. Alternatively, an “active” or continuous movement tractor employing tractor arms with driven traction elements thereon may be employed. Such driven traction elements may include wheels, cams, pads, tracks, wheels or chains. With this type of tractor, the driven traction elements may be in continuous movement at the borehole casing interface, thus driving the tractor through the well.
Regardless of the tractor configuration chosen, the tractor, along with several thousand pounds of equipment, may be driven thousands of feet into the well for performance of an operation at a downhole well location of interest. In order to achieve this degree of tractoring, forces are imparted from the tractor toward the well wall through the noted anchors and/or traction elements. In theory, the tractor may thus avoid slippage and achieve the noted advancement through the well.
Unfortunately, advancement of the tractor through a well may face particular challenges when the well is of an open-hole variety as opposed to the above-described cased well. That is, in certain operations, the well may be uncased and defined by the exposed formation alone. In such circumstances, the well is likely to be of a variable diameter throughout. For example, it would not be uncommon to see an 8 inch well expand to over 11 inches and taper back to about 8 inches intermittently over the course of a few thousand feet. Thus, without the reliability provided by a casing of uniform diameter, the tractor is left with the proposition of radial expansion to interface a changing diameter of the open hole well wall in order to maintain tractoring.
In order to ensure that the radial expansion is sufficient to maintain tractoring in an open hole, an excess of expansion forces may be employed. So, with reference to the well above for example, the amount of force imparted on the tractoring mechanisms (e.g. anchor or bowspring arms) may be pre-set at an amount sufficient to expand and drive the tractor through an 11 inch diameter section of the well. Thus, the tractor may be expected to avoid slippage when the well diameter begins to expand from 8 inches up to 11 inches.
Unfortunately, while excess expansion force may ensure tractoring through larger diameter sections of the open hole well, this technique may also lead to damaging of the tractor. For example, a conventional tractor may be equipped with anchor arms configured to withstand maximum forces of about 5,000 lbs. However, in a circumstance where the anchor arms are pre-set to operate at about 4,500 lbs. through an 11 inch diameter open hole well, forces well in excess of 5,000 lbs. may be imparted on the arms as the tractor traverses 8 inch well sections as noted above. Mechanical failure of the tractor is thus likely to ensue as a result of over-stressed anchor arms.
Furthermore, even in circumstances where the anchor arms or other expansive mechanisms are of sufficient strength and durability to withstand excess forces as noted, the exposed formation defining the well may not be. That is, in many circumstances the application of excess force may result in damage to the exposed well wall when its compressive strength is exceeded. Thus, where the formation is comparatively soft in nature, the utilization of forces adequate to drive the tractor through an 11 inch diameter well section may damage an 8 inch diameter section. Nevertheless, the utilization of excess force is often employed to help ensure tractoring through a variable diameter open hole well is achieved. As a result, the well wall often collapses or cracks in certain locations even where the tractor is left undamaged. In fact, even though technically undamaged, the tractor may be rendered inoperable with its expansion mechanism imbedded within a collapsed section of the well. In such circumstances, not only is tractoring halted, but a follow-on high cost fishing operation may be required.
A tractor assembly for use in an open hole well is described. The assembly includes an elongated body with a driving mechanism coupled thereto for interfacing a wall of the well. A force monitoring mechanism is also provided that is coupled to the driving mechanism to monitor force thereon during the engaging.
Embodiments are described with reference to certain open-hole tractor assemblies. Focus is drawn to tractor assemblies that are of multiple sonde configurations. In particular, a reciprocating sonde type tractor employed in a downhole logging application is depicted with reference to embodiments described herein. However, a variety of tractor types and applications may be employed in accordance with embodiments of the present application. Regardless, embodiments detailed herein include a tractor that employs force monitoring techniques and features particularly suited for use in open-hole wells. As such, the structural integrity of the well may be substantially maintained over the course of tractoring operations. That is, forces may be employed in driving the tractor which are monitored and maintained at a level sufficient for driving without exceeding the ultimate compressive strength of the well wall resulting in substantial shearing thereat.
Referring now to
Continuing with reference to
As noted above, the well 180 is of an open-hole variety. As such, the emergence of a step 192 or change in well morphology and/or diameter (e.g. (D) vs. (D′)) may be a common occurrence. With this in mind, the tractor 100 is also equipped with force monitoring mechanisms 102, 104 associated with each sonde 150, 175. As detailed further below, these mechanisms 102, 104 may be employed to help ensure that the forcible engagement directed by the expandable arms 132, 134 does not exceed a predetermined amount, irrespective of the well diameter at any given location. As such, the structural integrity of the open-hole well 180 may be largely left in tact, in spite of the noted tractoring.
Referring now to
A reciprocating tractor 100 may be particularly adept at delivering a downhole tool 250 to a location as shown in
Referring now to
Continuing with reference to
As shown, the piston 301 may be directly coupled to the radially expandable arms 134 that forcibly control the interfacing of the bowsprings 144 and the wall 185. Thus, as the diameter (D′) of the well 180 decreases and the force on the bowsprings 144 increases, the piston 301 may be forced toward the chamber 302. As such, hydraulic pressure in the chamber 302 may be driven up in a manner detectable by the pressure sensor 303. In one embodiment, the pressure in the chamber may be in the neighborhood of 7,500-12,500 psi. Such pressure may be recorded and interpolated by a downhole processor 304 as described below to determine roughly the amount of force translating through the bowsprings 144.
The force information obtained by the pressure sensor 303 may be employed in a variety of manners. For example, the sensor 303 may be coupled to a downhole processor 304 as indicated. Thus, the information may be recorded and relayed uphole (e.g. over the wireline 220 of
With added reference to
In one embodiment, a predetermined target of about 5,000 psi of pressure may be set to ensure a sufficient, but not damaging, amount of pressure be translated through anchored bowsprings 142, 144 during a power stroke of the respective sonde 150, 175. For example, the ultimate compressive strength of the formation 194 may be about 5,250 psi. In such an embodiment, the downhole processor 304 may effectuate a deflation or release of fluid from the chamber 302 once pressure greater than a predetermined value of about 5,000 psi are detected by the pressure sensor 303. For example, as the dowhole sonde 175 moves from a 10 inch uphole portion 190 of a well 180 and into an 8 inch portion 195, pressure translated through the bowsprings 144 may initially increase. However, the release of fluid from the chamber 302 will allow pressure to return to the targeted 5,000 psi. Similarly, the processor 304 may direct inflating or filling of the chamber 302 as described below, once pressure less than about 5,000 psi are detected. All in all, a window of between about 4,800 psi and about 5,200 psi of pressure through the bowsprings 144 may be maintained throughout a powerstroke of a given sonde 175.
In the example provided above, a powerstroke is noted as the period of time in which a given sonde 150, 175 is anchored to the well wall 185 by the forces translated through the bowsprings 142, 144. It is this anchoring force that is monitored by the noted mechanisms 102, 104. At other times during reciprocation of the tractor 100, however, a given sonde 150, 175 may be intentionally allowed to glide in relation to the well wall 185. Indeed, at any given point, one sonde 150, 175 may be anchored as the other glides, thereby leading to the inchworm-like advancement of the tractor 100 downhole as alluded to earlier.
It is worth noting that during the glide of a sonde 150, 175 (e.g. it's ‘return stroke’), the amount of forces translated between the bowsprings 142, 144 and the wall 185 drops to well below the window of between about 4,800 psi and about 5,200 psi, for example. Further, regulation of such forces during the return stroke may be controlled by features outside of the force monitoring mechanisms 102, 104. In another embodiment however, these mechanisms 102, 104 may be employed to initiate the glide of the sonde 150, 175 for the return stroke. Additionally, upon returning to the power stroke a brief amount of inflating of the chamber 302 may take place to allow for sufficient anchoring forces to build up therein. Such inflating may take place in conjunction with the natural reciprocation of the tractor 100.
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Monitoring of forces relative to the interface may also involve the tracking of truly radial forces that are translated directly through expansive arms that extend from a central elongated body of the tractor as noted at 645. This is detailed herein with reference to
Alternatively, monitored forces at the interface may involve the tracking of forces that are imparted through the tractor without primarily being directed through the radially expansive arms (e.g. non-radial forces) as noted at 660. An example of monitoring of such forces is detailed herein with respect to
Regardless of the particular type or combination of monitoring employed, the information obtained may be employed to adjust expansive pressure on the arms as indicated at 675. In this manner, the forces present at the interface of the tractor and the exposed surface of the open hole well may be regulated in a manner that optimizes tractoring while preserving the structural integrity of the formation as much as possible.
Embodiments detailed hereinabove provide techniques and assemblies that allow for tractoring in an open hole well in a manner that address concern over forces present at the interface of the tractor and the wall of the well. Such forces may be monitored and controlled in a manner that promotes the life of the tractor as well as the structural integrity of the exposed well wall surface.
The preceding description has been presented with reference to presently preferred embodiments of the invention. Persons skilled in the art and technology to which this invention pertains will appreciate that alterations and changes in the described structures and methods of operation can be practiced without meaningfully departing from the principle, and scope of this invention. As such, the foregoing description should not be read as pertaining only to the precise structures described and shown in the accompanying drawings, but rather should be read as consistent with and as support for the following claims, which are to have their fullest and fairest scope.
This Patent Document is a continuation-in-part of prior co-pending U.S. patent application Ser. No 12/396,936, filed on Mar. 3, 2009 and entitled “Self-Anchoring Device with Force Amplification”, which in turn is a continuation of U.S. patent application Ser. No. 11/610,143, file on Dec. 13, 2006, also entitled “Self-Anchoring Device with Force Amplification”, which in turn is entitled to the benefit of, and claims priority to, U.S. Provisional Patent Application Ser. No. 60/771,659 filed on Feb. 9, 2006 and entitled Self-Anchoring Device for Borehole Applications, the entire disclosures of each of which are incorporated herein by reference.
Number | Date | Country | |
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60771659 | Feb 2006 | US |
Number | Date | Country | |
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Parent | 11610143 | Dec 2006 | US |
Child | 12396936 | US |
Number | Date | Country | |
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Parent | 12396936 | Mar 2009 | US |
Child | 12434108 | US |